刘凯
Personal information
Highest Degree：Doctoral degree
Professional Title：Professor
Academic Honor:
2024 Selected candidates of the National High level Youth Talent Program
Journal Paper
- [1]Bentil, O. T., Zhou, C.*, Zhang, J. H., & Liu, K..Cross-anisotropic stiffness characteristics of a compacted lateritic clay from very small to large strains,Canadian Geotechnical Journal,2023-10-01.
- [2]Soomro, M. A., Liu, K.*, Mangnejo, D. A., & Mangi, N..Effects of twin excavations with different construction sequence on a brick masonry wall: 3D finite element approach,Structures,2022-07-01.
- [3]Liu, K., Chen, W. B.*, Yin, J. H., Feng, W. Q., & Borana, L..A novel multifunctional apparatus for testing unsaturated soils,Acta Geotechnica,2021-11-01.
- [4]Liu, K., Yin, Z. Y., Chen, W. B.*, Feng, W. Q., & Yin, J. H..Nonlinear model for the stress-strain-strength behaviour of unsaturated granular materials,International Journal of Geomechanics,2021-04-01.
- [5]Shi, X. S., Liu, K.*, & Yin, J.H.Analysis of mobilized stress ratio of gap graded granular materials in direct shear state considering coarse fraction effect,Acta Geotechnica,2021-01-01.
- [6]Shi, X. S., Liu, K.*, & Yin, J.H.Effect of initial density, particle shape, and confining stress on the critical state behavior of weathered gap-graded granular soils,Journal of Geotechnical and Geoenvironmental Engineering,2020-11-01.
- [7]Chen, W. B., Liu, K., Feng, W. Q.*, & Yin, J. H..Partially drained cyclic behaviour of granular fill material in triaxial condition,Soil Dynamics and Earthquake Engineering,2020-09-01.
- [8]Liu, K., Yin, J. H.*, Chen, W. B., Feng, W. Q., & Zhou, C..The stress-strain behaviour and critical state parameters of an unsaturated granular fill material under different suctions,Acta Geotechnica,2020-05-01.
- [9]李舰, 刘凯, 尹振宇, 崔玉军, & 殷建华..Hydro-mechanical double-yield-surface model for unsaturated sand and clay,Chinese Journal of Geotechnical Engineering,2020-01-01.
- [10]Chen, W. B., Liu, K., Yin, Z. Y.*, & Yin, J. H..Crushing and flooding effects on one-dimensional time-dependent behaviors of a granular soil,International Journal of Geomechanics,2019-11-01.